Syracuse Utica - Rome

112 Willard Street • Minoa, NY 13116 1721 Black River Blvd. • Rome, NY 13440

Phone 315-656-4659 / Fax 315-656-4679 Phone 315-339-7855 / Fax 315-339-7856

D ouglas R. Cahill, PE.

includes a new entry/lobby to service the Position: Principal / Structural Engineer entire hospital. The structural framing Education: REPRESENTATIVE system utilized special moment resisting steel frames and special steel concentrically Bachelor of Science, Civil Engineering, braced frames to resist lateral loads with a Clarkson College of Technology, 1980 PROJECTS composite concrete, metal deck and steel Professional Engineering Registrations: beam floor framing system and sloping steel roof beams over the mechanical penthouse. New York/1985/61675; Health Care Connecticut/1997/20116; Otsego County Skilled Massachusetts / 2011; New Hampshire / 2011 Additions & Alterations to New Jersey/1991/GE36381; Nursing Facility (Otsego Pennsylvania/2000/PE-057275-E; Bellevue Woman’s Center, Vermont/1991/6217; Virginia/2002 Manor), Cooperstown, New Niskayuna, New York Professional Experience: York Interactive Engineering Solutions, PC Client: Ellis Hospital/ Niskayuna Minoa, NY / Rome, NY, November 2003 – Campus / Dalpos Architects & Client: Otsego County / MW H (Design Phase Services); Present Integrators As Principal and Senior Structural Engineer, Otsego County / Francis Cauffman Mr. Cahill is responsible for co-management of Project Structural Engineer responsible for Foley Hoffmann Architects the Professional Corporation including general the planning, design and engineering of a management of day to day operations as well as new woman’s center addition to the existing (Construction Phase Services) various structural projects; provides internal hospital consisting of a combination two- coordination and communication between the story / single story building, including a full Project Structural Engineer for the design, engineering and construction of a new corporation, external consultants and the client; basement. This new facility is prepares planning and scheduling of various approximately 15,500 square-feet and 141,000-square-foot, 176-bed two-story Skilled Nursing Facility with living and projects; provides quality assurance for replaces the demolished “Mansion” building structural work. and will house a new woman’s medical care support service areas. The project featured a center with patient beds, imaging and “podular” design with each “pod” consisting Mr. Cahill is responsible for the structural diagnostic equipment, nurse’s stations, of three segments of 8 to 11 bed design and analysis of both new and existing pharmacy, reception, and support staff. The “communities”, each with a shared kitchen, facilities, including educational, industrial structural framing system utilized moment lounges and private areas that allow quite /warehouse, manufacturing, office buildings, resisting steel frames to resist lateral loads times with friends and family. The design health care, and pharmaceutical using state of with a composite concrete, metal deck and allows easy flow from “community” to the art technology. steel beam floor framing system and “community”. The structural framing system utilized moment resisting steel MWH (formerly Harza Engineering), combination steel joists and steel beam roof Utica, NY, October 1984 – November 2003 framing. The single story framing system is frames to resist lateral loads with a designed to accommodate a single story composite concrete, metal deck and steel As Manager of the Structural discipline, Mr. future vertical expansion over the single beam floor framing system and Cahill was responsible for general story portion of the facility to accommodate gable/pitched steel roof framing. The single administration and management of day to day the future needs of the hospital. The Project story framing system for POD “B” was operations of the Structural department staff also includes modifications and renovations designed to accommodate a single story and projects; provided internal coordination of approximately 15,500 square-feet of the future vertical expansion to accommodate and communication between the structural existing hospital, including expansion of the the future needs of the county. Construction section and other disciplines; provided quality main entrance / lobby and drop off canopies phase services included review of vendor assurance for structural work. structural submittals and shop drawings for to the hospital. Construction is planned for As Project Manager, Mr. Cahill was the fall of 2011. compliance with structural contract documents; review of all field questions and responsible for proper and complete changes; and routine site visits during communication with clients to assure thorough Northwest Tower Addition & construction to review foundation and understanding of client’s requirements, structural steel installation and progress. objectives and project scope. Reviewed Renovations, Glens Falls, Project details with project team and New York subconsultants as required to provide a Main Lobby Expansion, thorough understanding of the project scope, Client: Glens Falls Hospital/MW H Syracuse, New York design approach, schedule of deliverables and budget requirements. (Design Phase Services); Glens Client: SUNY Upstate Medical Falls Hospital / Francis Cauffman University Hospital / Francis Technical responsibilities included structural Foley Hoffmann Architects design and analysis of steel, concrete, wood Cauffman Foley Hoffmann Architects and masonry structures for a variety of (Construction Phase Services) facilities including health care, pharmaceutical, Responsible for the structural design of a Project Structural engineer for a new 6-story educational, industrial / warehouses, office three-story, structural steel framed facility buildings, commercial, and water resource / addition which will house a new Cardiac- and foundation system for the complete Vascular Center, a new Inpatient Oncology hydroelectric power project structures. renovation and expansion of the main lobby Provided team leadership for all aspects of Unit with 25 private rooms, two new 41-bed to the hospital. The project included phased Inpatient Care units, a new Critical Care structural projects including supervisory work construction to allow uninterrupted access of other engineers. Unit, combining Intensive Care and to the hospital; a covered entrance canopy Coronary Care, and a new Surgical for patient, staff and visitor drop-off and Acres American, Inc., Consulting Engineers Recovery Center for patients recovering pick-up; a two-story open atrium with a Buffalo, NY, July 1980 – October 1984 from Inpatient and day surgery. Project also walkway connected to the end of a new Junior Civil / Structural Engineer & Civil / Structural Design Engineer.

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bridge and parking garage designed by concrete waffle slab construction supported others and constructed concurrently with the Hutchings Psychiatric Center by cast-in-place concrete foundation walls Lobby Expansion project and a new – Reconstruction of Building and a combination of continuous strip and mechanical room on the third floor. To spread footings. The superstructure above accommodate the poor existing soil 7 and Repair of Building 2, the first floor utilized moment resisting steel conditions, the new facility was supported frames with a composite concrete, metal on a foundation system consisting of Syracuse, New York deck and steel beam floor framing system structural grade beams and deep drilled Client: Dormitory Authority, State of and steel beams roof construction. Each of piers. the “Roman Villas” are approximately 1350 New York (DASNY) / Francis square feet on the first floor or ground level Upgrade Emergency Power, Cauffman Foley Hoffmann Architects and approximately 250 square feet on the Based on the results of Pre-Schematic second or upper levels and consisted of Phase 2 – Penthouse structural design phase services associated residential style wood framed construction. Expansion, Syracuse, New with the reconfiguration and modifications of Buildings 1, 2, 8, 15 and 17, scope of Diagnostic Imaging Addition York services included the following: Building 2 and Renovation, Lowville, Client: SUNY Upstate Medical included an existing building condition survey of the structural elements; analysis New York University Hospital / ME and design of repairs and modifications as Engineering require to support the revised programming Client: Lewis County General such that the facility would be retained as Hospital/ Francis Cauffman Foley Responsible for the structural design of a “swing space” during the reconfiguration of single-story, structural steel framed high bay the overall complex. These repairs and Hoffmann Architects expansion of the existing penthouse located modifications included elements in support Project Structural Engineer for the design above the maintenance garage of the of revisions required for MEP and engineering of a 2,200-sq. ft. addition existing facility. The project included modifications. Building 7 reconstruction and existing building renovation to the analysis of the existing facility roof framing included implementation of Diagnostic Imaging Department. and design of the associated reinforcement recommendations from the previous study, necessary to support the anticipated loads of including the design and construction of an the expanded space and new equipment. Addition to Emergency in-fill addition. Department, Lowville, NY Hutchings Psychiatric Center Patriot Meadows Retirement Client: Lewis County General – Reconfiguration and Resort, Rome, New York Hospital/ Francis Cauffman Foley Modifications of Client: The Arnold Group (AGi) Hoffmann Architects Project Structural Engineer for the design Buildings 1, 2, 8, 15 & 17, Project Structural Engineer for the design and engineering of the addition and and engineering a proposed new adult care Syracuse, New York facility consisting of a center hub renovation to the Emergency Department. Client: Dormitory Authority, State of “Commons Building” with four (4) multi- The project included a new entrance lobby story “Multi-Resident Buildings” attached and a covered canopy. New York (DASNY) / Francis to the Commons Building. Separate from Cauffman Foley Hoffmann Architects the main complex is a small neighborhood Elevated Chiller Room Pre-Schematic structural design phase style complex of 19- two-level townhouse services associated with the reconfiguration duplexes referred to as the “Roman Villas”. Addition, Watertown, NY and modifications of Buildings 1, 2, 8, 15 The “Commons Building” provides the Client: Samaritan Medical Center / and 17. Scope of services included a required support and living amenities for the comparative analysis of a previously entire complex and residents with an overall Utility Services Group, Inc prepared programming plans prepared in building foot print of approximately 105,000 square feet on two levels, with the Project Structural Engineer for the final 1999 with that of the current needs of the design, engineering and construction of a staff and management, including evaluation ground floor consisting of approximately 75,000 square feet and the second floor 1,300-sq. ft. elevated Chiller Room of the “basis” of previously proposed addition to the existing Medical Center. removals of structural load bearing masonry consisting of approximately 30,000 square feet. The structural framing system for the Project featured design and construction of wall removals; review and update the a complex spread footing foundation construction cost estimate to reflect current two-story “Commons Building” utilized moment resisting steel frames with a system between two existing buildings with programming requirements and code extremely tight space constraints to revisions; and prepared recommendations composite concrete, metal deck and steel beam floor framing system and steel roof accommodate the extremely congested based on “value engineering” reviews of the existing underground site utilities that were team. joists. Each of the four “Multi-Resident Buildings” are four-story steel framed required to remain in operation during structures above grade with subterranean construction. parking and basement located below grade. Each complex consists of approximately 12,800 square feet of apartment area per floor and an open high bay “Court Yard Atrium” with an approximate foot print of 8,150 square feet and are four stories in height. The first floor framing for the multi- resident buildings consists of cast-in-place

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Assisted Living Facility, Mental Health Unit Addition, Chemical R&D Laboratory Albany, New York New Hartford, New York Facility (Building 423), East Client: First Columbia Development Client: St. Luke's Memorial Hospital Hanover, New Jersey Corporation Center Client: Sandoz Pharmaceuticals Performed a quality assurance review of the structural design calculations and contract Structural design and engineering for a new Corporation documents for construction of a new 60- 27,000-sq.ft., two-story mental health unit Prepared Structural Design Development bed, 41,000-square-foot, Assisted Living addition. The foundation and steel framed, Documents for a proposed new, 3-story, Facility. This included residence rooms, composite deck structural framing system 106,200-sq.ft. facility clad with precast lounges, chapel, conference rooms, and a was designed to accommodate a future 2- concrete panels, metal panel and glass. The nurses’ station with associated support story overbuild addition. proposed facility will house Process R&D, spaces. Technology, Safety, Isotope, Analytical, and Pharmaceutical Peptide Labs. The structural steel framing Office and Facility Expansion, and composite floor system was engineered to accommodate specific requirements of Oneonta, New York Building 430 Renovation vibration sensitive laboratory equipment. Project, East Hanover, NJ Special features of the facility include Client: Upstate Homes for Children design of damage limiting construction to and Adults Client: Novartis (Sandoz) resist potential blasts in areas of chemical Project Structural Engineer for the design, Pharmaceuticals Corporation / FCL storage. The project also included the design engineering and construction of two new Management, Inc. of a pedestrian bridge connecting the new building additions and included total facility with an adjacent existing facility. renovation of the existing facility. The Structural design, engineering and analysis structural framing system utilizes hollow of miscellaneous structural elements of the Prep Plant Facility (Building core precast concrete roof and floor plank existing structural framing associated with and exterior load bearing masonry walls. the renovation of the existing 3-story, 424), East Hanover, NJ 100,000-sq.ft., facility. Scope of services Client: Sandoz Pharmaceuticals Millennium Assisted Living included structural review of the existing cast-in-place reinforced concrete one-way Corporation Community, Freehold, NJ joists, slab and beam framing system to Prepared Structural Design Development determine if the existing structural members Documents for a proposed new, two and Client: Dorothy & Martin Prager had adequate load carrying capacity to one-half story, 28,600-sq.ft. facility clad Developer accommodate the installation of two air with precast concrete panels, metal panel, chilled chillers on the roof of the existing Responsible for the structural design and and glass. The proposed facility will house building and installation of a relocated Prep Plant functions and Prep Labs. The preparation of contract documents for the moving lateral file system and recommend construction of a new 120-bed, Assisted structural steel framed and composite floor remedial action as required; review of the system was engineered to accommodate Living Community Facility. This included structural steel penthouse roof framing and residence rooms, lounges, chapel, specific requirements of vibration sensitive design supplemental support framing for the laboratory equipment. Special features of conference rooms, and a nurses’ station with installation of new hung mechanical associated support spaces. the facility included the design damage ductwork and piping; and design of limiting construction to resist potential structural support framing for the blasts in areas of chemical storage. Gamma Knife Building installation of a “Coffee Bar” Canopy Addition and Alterations, cantilevered off of the existing Atrium stair Site Potable Water Syracuse, New York case landing. VOC/Hardness Treatment Client: SUNY Upstate Medical Quality Assurance and System, Additions to Center Compliance Laboratory Buildings 710 and 718A, Structural design of a single-story, (Building 430) East Hanover, reinforced concrete structure and foundation East Hanover, NJ system to meet the radiation shielding and New Jersey Client: Sandoz Pharmaceuticals heavy floor loading requirements for the Client: Novartis (Sandoz) installation of a Gamma Knife Unit. The Corporation floor system was designed to support the Pharmaceuticals Corporation Structural design and engineering for two installation of the Gamma unit weighing Structural design and engineering for a new, additions, one to the existing boiler house, approximately 25 tons and a mobile service 3-story, 100,000-sq.ft., quality assurance Building 710, and one to the existing pH unit also weighing approximately 25 tons. and compliance laboratory. The cast-in- Adjustment Facility, Building 718A. The To accommodate the poor existing soil place reinforced concrete one-way joist, slab addition to building 710 was a 7,500 sq-ft., conditions, the new facility was supported and beam framing system was engineered to single story, 23 feet high steel framed on a foundation system consisting of a thick, accommodate specific requirements of structure with 6-removable roof hatches heavily-reinforced structural slab, supported vibration sensitive laboratory equipment. designed to accommodate the installation on-grade beams, and deep drilled piers. Involvement included routine site visits and removal of 10' and 12' diameter process during construction to inspect reinforcing tanks. The foundation system utilized a steel and concrete placement. combination of spread footings and retaining walls to accommodate the existing

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site constraints. A special feature of the project included the design of a 79,000 Quality Control Laboratory, Chilled Water System gallon, 8.5 feet deep, underground cast-in- Building U-22, Union, NJ Upgrades – Phase 2, Pipe place concrete clearwell used for storage of finished treated water. The foundation Client: Schering-Plough Corporation Bridge Foundations & system required careful coordination with Structural design and engineering for a new, Structural Steel, Building 206 existing water service utilities which 2-story, 63,000-sq.ft. facility The structural remained in place and operational during steel framing and composite floor system to Building 46, Woods construction of the facility. The addition to was engineered to accommodate specific building 718A was a 2,700 sq-ft., single requirements of vibration sensitive Corners Facility, Norwich, story, 23 feet high steel framed structure laboratory equipment. The project consisted New York with 5-removable roof hatches designed to of an accelerated schedule with the issue of accommodate the installation and removal early foundation contract documents eight Client: Procter & Gamble of 12' and 14' diameter process tanks. The weeks after receipt of authorization to Pharmaceuticals layout of the structure utilized a 12 feet deep proceed and issue of structural steel containment area occupying 90 percent of documents four weeks later. The project Structural design of the structural steel the buildings footprint to accommodate the also included the design of a utility pipe framing and foundations for approximately requirement to contain the volume of bridge connecting the existing pipe bridge 350 linear feet of new elevated pipe bridge ruptured tanks. The foundation design to the new facility. connecting the utilities between existing consisted of a combination of retaining building 206 and existing building 46. walls and structural mat foundation to Involvement included review of support the process tanks and exterior Solvent Storage Building construction phase shop drawings, grades. Also, since the depth footing in the Addition, Building 64 – submittals and coordination of field addition were greater than those in the conditions. adjacent existing facility, it was necessary to Phase 2, Woods Corners underpin the existing foundation system. Facility, Norwich, New York Chilled Water System Automated Storage/Retrieval Client: Procter & Gamble Upgrade, Woods Corners System (AS/RS) Facility, , Pharmaceuticals Facility, Norwich, New York East Hanover, New Jersey Structural design of a new single story, Client: Procter & Gamble steel-framed, 2,400-square-foot addition on Pharmaceuticals Client: Novartis (Sandoz) the north side of existing solvent storage building 64. Structural design of a new single story, Pharmaceuticals Corporation steel-framed, 6,400-square-foot chiller plant Structural engineer for the expansion to Foundation Pad for facility. Work also included the structural their automated/retrieval system (AS/RS). design of a new elevated pipe bridge Performed the structural design of a Temporary Oil Tank & connecting the new chiller plant facility and reinforced concrete mat foundation for an Containment Dike, Woods existing building 42. 8,000 pallet, high rise automated rack storage building. Work also included the Corners Facility, Norwich, design of a new 12,000-sq.ft. low bay, steel framed, automated warehouse building as New York Tie-off Beam Design, High well as modifications to the 40,000-sq.ft. Rise Warehouse Building, existing facility. Client: Procter & Gamble Pharmaceuticals North Norwich Plant, North Building 401 East Warehouse Structural design and preparation of contract Norwich, New York documents for a new foundation pad to Renovation, East Hanover, support a temporary Oil Tank & Client: Procter & Gamble New Jersey Containment Dike. Pharmaceuticals Client: Novartis (Sandoz) Building 56 Steam Pipe Structural analysis of the existing roof Pharmaceuticals Corporation framing to support the additional Replacement - Pipe Bridge concentrated loads imposed on the roof Structural Engineer for the Building 401 framing from the installation of new tie-off East Warehouse renovation to comply with Addition & Modifications, beams at the various existing upper CGMP guidelines, Sandoz Guideline 28 platforms used to service the existing requirements, and New Jersey Uniform Woods Corners Facility, mechanical equipment. Construction Codes. The project is Norwich, New York comprised of erection of concrete fire- resistant block walls enclosing the entire Client: Procter & Gamble warehouse area, relocation, and expansion Pharmaceuticals / ME Engineering of existing pallet racking, and complete heating, ventilating, and air conditioning, Structural design of the structural steel fire protection, and security engineering. framing for approximately 130 linear feet of Compartmentalization was provided to renovated and new elevated pipe bridge for house different categories of sensitive the replacement steam piping to Existing packaging and new goods storage, as well as Building 56. Involvement included review isolated sampling rooms. of construction phase submittals and coordination of field conditions.

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The work at the high school included the requirements of the State and Local building Building 42 – AC-22 addition of a new 2-story science wing and a code. The implementation of these Renovations, Woods Corners new 6-lane pool and support facilities to upgrades were a result of a previous replace the outdated existing four lane pool. structural analysis and investigation Facility, Norwich, New York The structural framing system for both the performed by IESolutions to determine the middle school and high school additions load carrying capacity of the existing roof Client: Procter & Gamble included a combination of moment resisting framing system. Pharmaceuticals steel frames with a composite concrete, To meet the long range needs of the District, Structural analysis of existing building 42 metal deck and steel beam floor framing system, sloping steel roof joists and beams the Project also featured the construction of floor and roof framing to determine the two separate classroom additions, one impact of adding a new mechanical roof framing and non-load bearing concrete masonry / brick veneer exterior shell. located on the West and East ends of the equipment and / or a penthouse above the existing classroom wing (each having an existing roof to house new mechanical approximate footprint of 5,000 and 6,200 equipment. Ridge Mills Elementary square-feet respectively) and the demolition School, Alterations, of a portion of the existing building to Cooling Tower Replacement, accommodate the reconstruction to include Rome, NY an enlarged cafeteria / kitchen / Franklin Lakes, New Jersey administrative area with an approximate Client: Rome City School District / footprint of 9,000 square-feet. Client: Merck-Medco Managed MARCH Associates Care, L.L.C. Rome Free Academy High Structural design and preparation of contract Project Structural Engineer for the design, documents for a new structural steel frame engineering and construction of alterations, School, Rome, New York to support the installation of a new elevated reconstruction and renovations of an cooling tower. existing 27,000 square-foot, single story Client: Rome City School District facility originally designed and constructed Project Structural Engineer for the design, Boiler Replacement, Franklin in 1956, with additions in 1957 and 1962. engineering and construction of the new $45 The existing structural framing system million, 324,000-square-foot, High School Lakes, New Jersey consists of a combination of steel joists, with a grade configuration of 9 through 12 steel beams, steel columns and masonry constructed at the Griffiss Business and Client: Merck-Medco Managed load bearing walls. The Project featured Technology Park site. The new facility Care, L.L.C. complete removal of the existing gypsum features an Olympic sized swimming pool roof deck and replacement with a new steel Analysis of the existing roof framing over with spectator seating; an 18,000-square- deck system, structural reinforcement and foot main gymnasium and 6,200-square-foot the existing boiler room to determine the upgrades to the existing roof framing structural capacity of the existing framing to auxiliary gymnasium with 120-foot clear systems to increase the vertical load carrying span steel roof trusses and an elevated support the additional loads imposed on the capacity of the framing systems to meet the roof framing from the installation of new running track; locker rooms and weight requirements of the State and Local building training rooms; a 13,000-square-foot roof mounted mechanical equipment. The code and installation of new rooftop work included the structural design and auditorium with 112-foot clear span steel mechanical equipement. The roof trusses with seating for 1000; preparation of contract documents of the implementation of these upgrades were a required structural steel roof reinforcement classrooms, music, art, technology, offices result of a previous structural analysis and and other support areas. The structural based on the results of the results of the investigation performed by IESolutions to structural analysis framing system for the two, 2-story determine the load carrying capacity of the classroom wings utilized moment resisting existing roof framing system steel frames with a composite concrete, metal deck and steel beam floor framing Bellamy Elementary School, system, sloping steel roof joists supporting a Educational pitched standing seam metal roof system Additions & Alterations, and a metal stud / brick veneer exterior Carthage Central School – Rome, NY shell. The structural framing system for the remaining portions of the facility utilized a Middle School / High School Client: Rome City School District / combination of load bearing masonry walls, Additions & Alterations, MARCH Associates steel floor framing beams with composite concrete, metal deck and steel beam floor Carthage, New York Project Structural Engineer for the design, framing system and steel roof joists. The engineering and construction of additions, project also incorporated the complete Client: Carthage Central School alterations, reconstruction and renovations renovation and conversion of the existing District / MARCH Associates of an existing 43,000 square-foot, single base chapel into a facility which houses the Project Structural Engineer for the design, story facility originally designed and cafeteria, kitchen, and art classrooms and engineering and construction of the constructed in the late 1950’s, with required a complete structural evaluation structural components associated with new additions in the late 1980’s and early and reinforcement of the existing roof additions and alterations to the large 1990’s. The existing structural framing framing to increase the load carrying existing Middle School / High School system consists of a combination of steel capacity of the existing roof framing system complex. The work at the middle school joists, steel beams, steel columns and to conform with current snow loading featured the construction of a new 1 ½ story masonry load bearing walls. The Project requirements. classroom addition and an expanded featured structural reinforcement and gymnasium, including renovated fitness upgrades to the existing roof framing center and new Physical Education area. systems to increase the vertical load carrying capacity of the framing systems to meet the

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the upgrade of mechanical systems for the Stokes Elementary School renovated kitchen. The project also Alterations to the Former Alterations, Rome, New York included the design and construction of Clough Elementary School, new support foundations and structural Client: Rome City School District / slab system for the installation of a new Rome, New York MARCH Associates exterior freezer at the existing loading dock. Project included design of remedial Client: Rome City School District / Project Structural Engineer for the design, repair as required to comply with the MARCH Associates engineering and construction of structural current building code. The original school reinforcement and upgrades to the existing was designed and constructed in the mid to Project Structural Engineer for the design, roof framing systems to increase the vertical late 1950’s. engineering and construction of the load carrying capacity of the framing structural components associated with the systems to meet the requirements of the interior modifications and alterations to the State and Local building code. The Staley Middle School Roof existing facility for conversion to the implemented reinforcement was a result of Evaluations & Investigations, Disctict’s Administartive facility and IESolutions’ previous structural analysis support for the Pre-K program. and investigation of the existing roof Rome, New York framing to determine the roof’s existing load Alterations to the Former carrying capacity. The project also included Client: Rome City School District / several localized modifications and McDonald & Monterose Architects Clough Elementary School, additions to the facility to meet the long range needs of the District. The structural Performed a structural analysis and Phase 2, Rome, New York framing system for the original 39,500 investigation of the existing roof framing to Client: Rome City School District / square-foot, single story facility consists of a determine the existing load carrying combination of steel joists, steel beams, capacity. Project included design of MARCH Associates steel columns and masonry load bearing remedial repair as required to comply with the current building code. The original Project Structural Engineer for the design, walls designed and constructed in the late engineering and construction of the 1950’s, with additions ranging from the school was designed and constructed in the mid to late 1950’s. structural components associated with the 1960’s to the mid 1990’s. Phase 2 interior modifications and alterations to the existing facility. Elementary School’s Roof Denti Elementary School, Structural modifications included Ventilation Upgrades, supplemental framing for support of rooftop Evaluations and mechanical equipment and replacement of Investigations, Rome, NY Rome, NY deficient existing exterior lintels. Client: Rome City School District / Client: Rome City School District / High School Renovations, MARCH Associates MARCH Associates Rome, New York Performed existing building surveys and Project Structural Engineer for the design, structural analysis for four (4) of the engineering and construction of the Client: Rome City School District District’s Elementary schools to determine structural components associated with the interior modifications and alterations to the Structural Engineer for renovations to the load carrying capacity of the existing existing high school which include window roof framing for each facility. Work existing facility, including provisions for support framing / elevated platform to replacement, upgrade of existing electrical included “short term” and “long term” distribution system, conversion of offices to recommendations for remedial repair. The support new roof top mechanical equipment. classroom space, and renovation of original schools were designed and classroom area to administrative suite. constructed in the mid to late 1950’s with additions ranging from the 1960’s to the Strough Middle School, St. Lawrence-Lewis BOCES, mid 1990’s. These evaluations lead to Renovations, Rome, NY remedial structural repairs, additions & Administrative Building, alterations at two of the buildings Client: Rome City School District / investigated. Refer to separate Project Reconstruction, Canton, NY descriptions for Stokes Elementary School MARCH Associates and Bellamy Elementary School. Project Structural Engineer for the design, Client: St. Lawrence-Lewis BOCES engineering and construction of the / MARCH Associates Staley Upper Elementary structural components associated with the interior modifications and alterations to the Project Structural Engineer for the design, School Reconstruction – existing facility, including provisions for engineering and reconstruction of the support framing to support new roof top structural components associated with Systems Upgrades at mechanical equipment. converting the former Nursing Home to an administrative facility. Performed a Kitchen, Rome, New York structural analysis and investigation of the Client: Rome City School District / existing roof framing to determine the existing load carrying capacity. Project MARCH Associates included design of remedial repair as Performed a structural analysis and required to comply with the current building investigation of the existing roof framing code, including provisions for support to determine the existing load carrying framing to support new roof top mechanical capacity to support the installation of new equipment. The original facility was roof mounted mechanical equipment for designed and constructed in 1972 - 1973.

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existing facility. The exterior walls are non- DeRuyter Central School load bearing cavity walls constructed of Neubig Hall Dining Room District, Capital Project, brick and CMU. Alterations & Stair Tower DeRuyter, NY 2007 Capital Improvement Addition, SUNY at Cortland, Client: DeRuyter Central School Projects – Senior High Cortland, New York District / MARCH Associates School North / Middle Client: Auxiliary Services Corp / Project Structural Engineer for the design, School / Intermediate School, New York State University engineering and construction of the Construction Fund / MARCH structural components associated with the Horseheads, NY interior modifications and alterations to the Associates existing facility Main Building and Annex Client: Horseheads Central School Project Structural Engineer for the design, Building, including provisions for support District / McDonald & Monterose engineering and construction of the framing to support new roof top mechanical structural components associated with the equipment and new roof openings. Architects addition of a new stair tower, new roof top Project Structural Engineer for the design, mechanical equipment support framing / Indian River High School – engineering and construction of the elevated platform and interior alterations structural components associated with the and renovations in support of the complete Additions & Alterations, renovations and modifications to the upgrade of all food services for Neubig auditorium / stage house, adjacent music Dinning Hall. The interior alterations and Philadelphia, NY areas and the installation of a new roof renovations featured removal of two major Client: Indian River Central School mounted pool dehumidification system at masonry bearing walls to provide an the Senior High School and installation of expanded and open serving and dining area District / MARCH Associates new roof mounted mechanical equipment at within the upgraded areas. Project Structural Engineer for the design, the gym of the Middle / Intermediate engineering and construction of additions School. The overall scope of the project at Donavan Hall – and alterations to the existing Indian River the High school included removal of the High School located at the Central School existing roof framing over the existing Reconstruction of Main District High School and Middle School auditorium stage and adjacent music areas Complex. The Project included the design to allow for vertical increase in the height of Entrance Canopy, SUNY and construction of a two-story, steel the stage house and to accommodate the College of Tech. at framed, classroom addition with an overall addition of a two story mechanical room / height to match that of the adjacent existing storage room immediately behind the Utica/Rome, Marcy, NY two-story existing structure; selective existing stage. The project also included demolition of a small portion of the existing overbuild areas above the existing low roofs Client: New York State University building to make way for construction of a to accommodate the installation of new roof Construction Fund / MARCH new two-story, large classroom instruction mounted mechanical equipment and to Associates addition; and the design and construction of upgrade the vertical load carrying capacity a single-story, steel framed addition in an of the existing roof framing systems to meet Project structural engineer for the interior existing courtyard with program the requirements of the State and local reconstruction of the main entrance canopy space consisting of a connecting corridor, building code of these areas. The structural roof framing and support foundations offices and new toilets. The combined framing system consisted of a combination following the collapse of the existing footprint of the collective proposed of steel joists, steel beams, steel columns structure resulting from unforeseen unstable additions was approximately 22,000 square and masonry load bearing walls. existing soils condition following the repair feet. of an underground waterline break. Hamilton College – Margaret Indian River Calcium Primary Health, Physical Education, Bundy Scott Field House and Recreation Facility, SUNY Elementary School - Canopies, Clinton, NY Additions & Alterations, College of Tech. at Client: Hamilton College / Utica/Rome, Marcy, New York Calcium, NY McDonald & Monterose Architects Client: Indian River Central School Project Structural Engineer for the design Client: New York State University District / MARCH Associates and engineering of the structural Construction Fund components associated with the Structural design of a new 85,000-sq.ft. Project Structural Engineer for the design, construction of two new entrance canopies engineering and construction of the steel framed, composite deck, health, for the exiting field house. The scope of the physical education, and recreation facility additions and alterations to the Indian River project included protection of the entrances Primary Elementary School at Calcium, NY. including a gymnasium, pool, activities from sliding and drifting snow conditions room, and dining facility. The work The Project consisted of three, single-story, resulting from the current configuration of class room additions connected to each included design of 100-ft. and 80-ft. steel the existing facility and surrounding trusses. other and the exiting single story building structures. The structural framing system with connecting links. The combined consisted of a combination of steel beams, footprint of the additions and connecting steel columns and hollow core pre-cast links are approximately 26,000 square feet. concrete roof plank and steel roof deck. The height of the new structural steel roof framing system matches that of the adjacent

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Technology/ Science Library / Classroom, Utica, Walker Laboratory Building, SUNY College of New York Rehabilitation, Troy, NY Tech. at Utica/Rome, Marcy, Client: Munson W illiams Proctor Client: Rensselaer Polytechnic New York Institute Institute Project Manager and Project Structural Structural design and engineering for the Client: New York State University Engineer for the design, engineering and rehabilitation of the historic Walker Construction Fund construction of a new 10,000-square-foot Laboratory building into a state-of-the-art Structural design of a new 120,000-sq.ft., two-story facility with a full basement. The chemistry laboratory. The project included two story steel framed and composite deck design of the structural steel roof beams, design of structural steel framing and technology/ science building. composite floor beams and building reinforced concrete mat foundations for two columns was performed utilizing an new three-story tower additions as well as automated computer design program. miscellaneous structural modifications to New Center for Science and the existing building's interior floor framing Industry Competitiveness Student Center, Utica, New to accommodate interior renovations. (CSIC) Building, Plattsburgh, York K-12 School Facility Addition New York Client: Munson W illiams Proctor and Alterations, Jefferson, Client: Clinton Community College Institute New York Structural design and engineering for a new Project Manager and Project Structural three-story, 65,000-square-foot CSIC Engineer for the design, engineering and Client: Jefferson Central School Building. The building includes science and construction of a new 7,000-square-foot, District single story facility with a full basement. technology laboratories, classrooms, a 150- Structural design and engineering for the seat tiered lecture hall with stage, a 5,600- The design of the structural steel roof beams, composite floor beams and building additions and alterations to an existing K-12 square-foot general purpose hall, grade school building. The work included a maintenance shops, and offices. Structural columns was performed utilizing an automated computer design program. steel framed gym and classroom addition, as design of roof beams and joists, composite well as structural modifications to the floor beams, and building columns was existing structure to accommodate the performed using an automated computer New School of Art / conversion of the existing building's low design program. Classroom Building, Utica, roofs to second floor classroom space. The new addition included provisions for future Wilson Laboratory G-Line New York upward expansion. Facility, Ithaca, New York Client: Munson-W illiams-Proctor PE Building Addition, Utica, Client: Cornell University Institute New York Project Structural Engineer for the design, Structural design and engineering for a engineering and construction of a new 15,000-square-foot storage and office Client: Utica College 3,000-square-foot, partially buried, facility building that supports the Institute's museum and school of art programs. The Structural design of a 7700-sq.ft. steel built into the side of an existing hill that framed addition to the existing physical connects to the side of the existing design of the structural steel roof beams, composite floor beams and building education center for new racquetball courts underground synchrotron tunnel. The new and exercise room. Wilson Laboratory G-Line Facility is part of columns was performed utilizing an Cornell University’s High-Energy automated computer design program. Synchrotron Source (CHESS) facilities. New 800-Student K-12 Grade CHESS is a laboratory organization that Museum Expansion Project, School, Cherry Valley, New provides state-of-the-art synchrotron radiation facilities for research in Physics, Utica, New York York Chemistry, Biology, and Environmental and Client: Munson-W illiams-Proctor Materials Sciences. The construction Client: Cherry Valley-Springfield featured extensive use of an H-pile and Institute Central School District lagging shoring system to allow excavation Structural design and engineering for a Structural design and engineering of a new into the side of the existing hill to unearth 16,500 square foot museum expansion 2-story steel framed, $9 million, 800 the existing tunnel and allow for project. The project includes a 10,000 student, K-12 grade school. construction of the new facility. The square foot reinforced concrete underground structural framing system utilized cast-in- art storage facility, offices, conference place reinforced concrete exterior retaining rooms and a glass-enclosed pedestrian High School & Elementary walls, hollow core precast concrete roof connection between the Museum of Art and School Additions, Hamilton, plank, interior steel columns and roof beams the historic Fountain Elms building. The and exterior non-load bearing in-fill structural system consisted of a cast-in-place New York masonry walls. The project also featured the reinforced concrete waffle slab system for design and construction of a 140-foot long the underground storage facility and a cast- Client: Hamilton Central School buried connecting link between the new in-place reinforced concrete flat plate and District facility and the existing Wilson Laboratory beam system for the above grade framing. Structural design of a 15,300-sq.ft., 2-story building. The design was performed utilizing steel framed addition to the high school computer concrete design methods. wing and a 3200-sq.ft.single story steel

Douglas R. Cahill, PE Principal / Structural Engineer Page 9

framed addition to the elementary wing of designed to accommodate future over build based on those obtained from the applicable the existing K-12 school. expansion. building code(s), existing documents and the facility’s overall intended use. The Alterations and Additions to Gidney Avenue Memorial scope of our assessment was limited to a general review and overall evaluation of the Existing K-12 School School, Newburgh, New York existing structural framing members above grade (second floor beams, third floor Building, Stamford, New York Client: Newburgh City School beams, roof beams, columns and bracing) to Client: Stamford Central School District determine the basic structural parameters of District Performed quality assurance review of the overall system and their ability to another engineers structural design perform as intended for the remainder of it’s Structural design of a 25,000-sq.ft. two calculations and contract documents for a life expectancy. The scope of work story, steel framed addition for a new new 18,000-sq.ft., one-story, steel framed included the preparation of an “Opinion of classroom and gymnasium wing on the building consisting of 3-on-12 pitched Probable Construction Cost Estimate” for North end of the existing K-12 grade roofs. based on the recommendations for building and a 4700- sq. ft. single story steel rehabilitation. framed addition on the South end of the existing building. Worked also included J. Watson Bailey Jr. High structural reinforcement of areas of the School Additions and Building 260 – Floor Trench existing floor framing system to accommodate an increased floor live load Alterations, Kingston, NY Reinforcement – Groton, due to a change in area usage. The new two- Connecticut station gymnasium with support facilities, Client: Kingston City School District art/technology addition, and 14 classroom Performed quality assurance review of Client: Electric Boat Corporation, A addition are compatible with the existing another engineers structural design General Dynamics Company 1936 art deco facility. calculations and contract documents for a 6,500-sq.ft., 2-story, steel framed addition Project manager and structural engineer Elementary School Addition and a 20,300-sq.ft., 2-story, steel framed responsible for the structural design of the addition. structural reinforcement and floor trench & High School Science modifications in an existing reinforced concrete structural slab located in Bay 5 of Addition, Carthage, New York Roof Evaluation and Building 260. The reinforced trench was Investigation, Booneville, designed to support the moving loads from Client: Carthage Central School the MIP/SHT enclosure and the Reactor District New York Compartment Enclosure (RCE). Scope of Performed quality assurance review of Client: Adirondack Central School services included review of structural steel another engineers structural design shop drawings and contractor submittals calculations and contract documents for a District during construction. single story, steel framed elementary school Performed a structural investigation of the addition and a two-story, steel framed high existing roof structure over the existing pool school addition. and recommended remedial repairs. Moveable Mold in Place Watson-Williams Elementary (MIP) Enclosure – School, Utica, New York Industrial / Warehouse / Conceptual Design, Groton, Client: Utica City School District Manufacturing Connecticut Performed quality assurance review of Client: Electric Boat Corporation, A another engineers structural design calculations and contract documents for a General Dynamics Company new 58,000-sq.ft. two-story, steel framed Building 184 – Existing Project manager and lead structural engineer building consisting of 3-on-12 pitched Building Condition Survey, responsible for the development of roofs. Involvement included preparation of conceptual design of major structural structural details for the project. Groton, Connecticut framing members, platform framing for a stand-alone moveable enclosure. Tasks James H. Donovan Jr. High Client: M/E Engineering, PC / included review of local and state building Electric Boat Corporation, A General codes to determine compliance with design School, Utica, New York Dynamics Company forces associated with wind, earthquake, and Client: Utica City School District snow loads. MWH provided conceptual and Project structural engineer for the field programming services for a versatile facility Performed quality assurance review of two investigations, structural evaluation and in support of improved production other engineers structural design assessment of existing Building 184 to efficiencies associated with the special hull calculations and contract documents for a determine if the existing building treatment (SHT), mold-in-place (MIP) new 149,000-sq.ft. combination one-story superstructure (structure above the process for General Dynamics’ Virginia and two-story, steel framed building foundation level) was generally structurally Class submarine program. The focus of this consisting of 3-on-12 pitched roofs. The sound and if the framing had adequate load project was to develop a land based, project included a gymnasium, auditorium, carrying capacity to support the currently moveable, enclosure that will provide the dining, media center and classroom wings. imposed dead loads, the code prescribed proper environment for the MIP process and Portions of the one- story sections were live loads and the code prescribed lateral will allow for application of the SHT in loads. The loads used in the evaluation were

Douglas R. Cahill, PE Principal / Structural Engineer Page 10

consort with final assembly of the and several meetings with the various submarine. Key elements of the conceptual Heavy Plate Cell parties of the litigation. design involved the following: Manufacturing Facility, ¢ 219,000 cubic foot, fully mobile Industrial Consolidation enclosure with integral staging to Quonset Point, R.I. provide full access to all areas of the Client: Electric Boat Corporation, A Project, Whitestown, New exterior hull surface. General Dynamics Company York ¢ Integral spaces for all support functions such as mold manufacturing, Structural design of a new 31,000 sq. ft. Client: Utica Corporation parts and tools cribs, and segregated high bay, heavy plate cell manufacturing Structural design of a new 12,000-square- processing equipment areas to facility, featuring tandem cranes and other foot structural steel-framed high bay minimize set-up time. special heavy materials handling equipment addition and associated heavy foundations for submarine hull manufacturing. ¢ Plug-and-play utility connections to to house and support relocated 4,000 ton allow for ease of enclosure set-up and Blast & Coat Facility, Quonset and 6,000 ton presses; 3-inch, 6-inch, and 7- movement. inch Ajax upsetters; and a 26-inch roll press. Point, R.I. Project utilized an accelerated design and ¢ Specialized HVAC systems to support construction schedule to allow phased environmentally sensitive processes. Client: Electric Boat Corporation, A renovations of the existing facility, ¢ Suitable for use as a blast cleaning General Dynamics Company construction of the new facility, and room, painting enclosure, and SHT installation of the relocated equipment with application enclosure. Miscellaneous involvement in the structural minimized interruption of production. design of a new blast and paint facility ¢ Minimum 60-foot long work zone to Project also included renovations to the featuring four large cells used for adjacent existing single-story facility and accommodate required work force and preparation of submarine hulls for painting. proposed production schedule. selective demolition of the existing facility that previously housed the relocated ¢ Maximum 54-foot width to fit within Industrial Demolition Project, equipment. confines of existing final assembly building and not interfere with Groton, Connecticut assembly operations in adjacent Structural Evaluation, Utica, manufacturing bays. Client: Cianbro Corporation New York ¢ The enclosure shall be capable of Project structural engineer for construction passing over the entire length of the services for the removal of 45+ buildings at Client: Utica Converters Inc. boat without interference by the tail Electric Boat Corporation's Groton, Structural evaluation of the existing third fins, conning tower, or temporary Connecticut site on an accelerated schedule. floor framing in the "EL" wing to determine support structures. The project involved the demolition of the adequacy of the existing floor and floor approximately 370,000-square-feet of framing to accommodate the installation of a New Attack Submarine Test buildings, includes the design and new twisting machine. The existing preparation of bid documents for: site work construction consisted of a combination of and Assembly Facility, (grading, paving, retaining walls, side- masonry exterior walls, wood columns, steel walks); site utility relocations; cutting and framing, and wood plank floors. Groton, Connecticut capping of services; fiber optic relocations; Client: Electric Boat Corporation, A re-support and/or relocation of existing Facility Renovation, Shipping utilities; and the repair of building General Dynamics Company enclosures left open by demolition of and Receiving, Chadwicks, Structural design and engineering of a new adjacent structures. 63,000-square-foot facility at an existing New York industrial site. Structurally, the facility Inspection and Structural Client: Mohawk Limited consisted of two separate design features. The three-story "Lab/Support Block" is Evaluation for Manufacturing Structural evaluation of existing masonry approximately 45 feet wide x 240 feet long Facility, Rome, New York structure to allow controlled removal of and is framed with a conventional structural existing masonry stair tower. Structural steel beam / composite floor / steel column Client: City of Rome design of a single-story infill addition and a construction system. The single-story "Test covered canopy between two existing Bay" area is approximately 60 feet wide x Interactive Engineering Solutions, PC was buildings. 240 feet long x 62 feet high framed with retained by the City of Rome Office of Code structural steel roof beams, clear span Enforcement to evaluate the structural Structural Evaluation, St. fabricated roof trusses, crane girders to condition of several buildings at the former accommodate a 25 ton / 5 ton auxiliary Revere Copper and Brass, Inc. (Rome Johnsville, New York pendant operated crane and stepped Manufacturing Company Division) facility Client: Sentinel Products building columns. A special design feature on Railroad Street in Rome, NY. The in the test bay area was the design of the facility is now owned by Railroad Property Corporation Development Corp which is currently in floor system to accommodate an imposed Performed a structural evaluation and floor loading of 6 tons/square foot. litigation with the City of Rome regarding a notice to abate an unsafe condition analysis of an existing manufacturing associated with buildings at the facility. The facility to determine allowable floor load work included existing building condition carrying capacities. The existing structure surveys of several buildings, preparation of consisted of an abandoned 100- year old structural evaluation calculations and report, wood framed building and a relatively new steel framed building.

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Crew Building. Scope of work included Structural Steel Building, completion of NYPA’s “Construction Self-Supporting Stillwater, Oklahoma Compliance Certification” form as required Communications Tower, for occupancy. Client: Moore Business Forms Massena, New York Project included structural design and Power Control Center, Phase Client: Motorola Inc. for PASNY construction of a new 5000 square feet steel framed industrial facility including 2 – New Entrance, Lobby and Performed a 3-dimensional structural frame equipment support framing, monorail crane Site Improvements, analysis of an existing 175' high self beams and checking of structural steel shop supporting communications tower to drawings. Schenectady, New York determine the adequacy of the structure to support new microwave antenna dishes on Client: New York Independent the tower at various locations on the tower. Religious / Not-for- System Operator (NYISO) Profit Project Structural Engineer for the design, Pre-Engineered Metal engineering and construction of a new 600- square-foot, single story facility and covered Building Foundations 1st Baptist Church, Rome, entrance. The design of the structural steel New York roof framing was performed utilizing an Pre-engineered Metal automated computer design program. Client: 1st Baptist Church Building, Titan Homes, Performed structural field observations for Energy Control Center, Sangerfield, New York the remedial structural repair of the Binghamton, New York sanctuary floor framing to address concerns Client: Champion Enterprises, Inc. related to sagging conditions and excess Client: New York State Electric and Structural design of the foundation system vibrations. Field observations revealed Gas Corporation for a new 173,000 square foot pre- several damaged members requiring engineered metal building. Project featured preparation of a complete floor reinforcing Structural design of one-story high reinforced concrete foundation/retaining fast-track design and construction to replace plan including upgrade to the wood joists, their manufacturing facility destroyed by wood girders and steel posts. In walls for a new 55,000-sq.ft., steel framed energy control center. Involvement included fire during the winter of 1998-1999. conjunction with the floor reinforcement, Champion Enterprises received national the church elected to include in the design the structural design of a 200-ft. long reinforced concrete underground tunnel recognition based on their community the removal of several support columns to minded management decision to continue to improve the space requirements in the connecting the new facility and the adjacent existing facility. pay their employees during the entire fellowship hall below the sanctuary. reconstruction period. As time was of the essence, to expedite the process and get the Utilities / Singer Link Building, facility back on line as soon as possible, the Binghamton, New York design team worked closely with corporate Communications management and the contractors to expedite Client: New York State Electric & decision making, design and construction. Gas Titan Homes is a local manufacturer of pre- Convertible Static fabricated homes. Compensator Facility, Structural design of infill floor framing for a 38'x 32' second floor open lobby area. Pre-engineered Metal Frederick R. Clark Energy Involved structural reinforcing of existing framing members to accommodate the Building, New Distribution Center, Marcy, New York additional floor loading. Center and Corporate Offices, Client: New York Power Authority Charles Poletti Fossil Power Frankfort, New York Project Structural Engineer for the design, engineering and construction of a new Plant, White Plains, New York Client: Northern Safety Company, 11,000-square-foot, single story facility. The Client: New York Power Authority Inc design of the structural steel roof joists, beams, and building columns was Structural design of the foundations for a Structural design of a foundation system for performed utilizing an automated computer new three-story structural steel framed two attached pre-engineered metal design program. office/warehouse facility at the Poletti buildings. Project included construction of Power Station in New York City. The a new 55,000 square-foot, single-story, high Line Crew Building – Final foundations consisted of steel H end bearing bay distribution warehouse and a new piles founded on rock and a reinforced 32,000 square-foot, two story corporate Inspection of Mezzanine, concrete structural slab/grade beam ground office building. Frederick R. Clark Energy floor framing system. Center, Marcy, New York Client: New York Power Authority Performed the final review and visual inspection of the completed 1,400 sq-ft. mezzanine located within the existing Line

Douglas R. Cahill, PE Principal / Structural Engineer Page 12

densification, refrigeration system and Pre-engineered Metal dasher boards. New Child Care and Building, Utica Business Administration Center, Utica, Park, New Hartford, New York Central Maintenance Facility, New York Utica, New York Client: Remet Corporation Client: Utica Head Start Structural design of a foundation system for Client: Municipal Housing Authority Structural design of a new 7,600-sq.ft, two- a new 20,000-square-foot, single-story, pre- of the City of Utica, NY story masonry load bearing wall structure, engineered metal building. Structural design of a new 132’ x 100’, two- utilizing pre-engineered wood-floor joists story central maintenance facility. The first and roof truss framing. Building Addition, North floor included a high-bay maintenance garage, stock room, administrative and Banking Convenience Center, Utica, New York operational staff offices and loading dock. Client: Fleet Bank The partial second floor included a stock New Hartford, New York room. The structural framing system Structural design of a foundation system for included a combination of structural steel Client: The Savings Bank of Utica a new 16,000-square-foot pre-engineered roof and floor framing with pre-engineered metal building addition. Structural design of a new 4,000-sq.ft., wood roof trusses supported by masonry single-story steel framed structure. The load bearing exterior walls and structural project included a covered 3-lane drive Building Addition, Utica, New steel interior columns. The project also through teller window section. included an on-site 40’ x 20’ wood framed / York concrete foundation containment salt storage enclosure. National Guard Armory, Client: Harron Cable Hancock Airport, Syracuse, Structural design of a foundation system for Structural Evaluation, a new 7,000-sq. ft. pre-engineered metal New York building addition to their exiting facility. Watertown, New York Client: State of New York National Commercial / Office / Client: Bell Atlantic Guard Structural evaluation of the existing second Structural design of a new 32,000-sq.ft., Municipal Buildings floor framing in the existing battery / two-story masonry load bearing wall rectifier room to determine the adequacy of structure utilizing structural steel roof and the existing floor and floor framing to floor framing. John F. Kennedy Civic Arena, accommodate the installation of additional Phase 1 Additions & batteries. The existing construction consisted of a combination of masonry Town of Whitestown Ice Alterations, Rome, New York exterior walls and steel framing. Skating Facility, Whitestown, Client: City of Rome / MARCH Structural Evaluation, New York Associates Herkimer, New York Client: Town of W hitestown Project Structural Engineer for the design, Provided structural technical assistance for engineering and construction of the Client: Marine Midland Bank the preparation of a specialized concrete structural components associated with the Structural evaluation of the existing wooden specification and slab-on-ground details for Phase 1 expansion and renovation project. roof framing to determine the adequacy of the repair and replacement of the existing Expansion included the construction of a the existing framing to accommodate the facility’s ice skating surface support slab- new one-bay addition on the north end of relocation of an existing mechanical cooling on-ground, subgrade insulation, sub-base the existing facility to accommodate tower. replacement and densification, refrigeration expansion of the existing ice rink to a new system and dasher boards. skating surface of 85’ x 200’ and the Main Lobby Entrance construction of a new 3,300 square-foot locker room wing addition containing four Additions and Alterations, Transportation Structural locker rooms. Renovations included interior structural modifications to create a Hauppauge, New York Engineering new multipurpose community room and Client: Reuters Information miscellaneous structural alterations to Rehabilitation of Canal Lock accommodate installation of new roof top Technology Inc. mechanical equipment support framing / Project included structural design and O2 on the Oswego Canal – elevated platform and interior alterations engineering for the removal of an existing New York State Barge Canal and renovations in support of the complete curved glass block wall and construction of upgrade of all electrical, refrigeration, an enlarged covered entrance. System, Fulton, New York mechanical and plumbing systems. Also provided structural support services to the Client: New York State Thruway ice rink consultant for the complete Authority, Canal Corporation replacement of the existing facility’s ice skating surface slab-on-ground, subgrade Division insulation, sub-base replacement and Structural design associated with preparation of plans and specifications for

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the rehabilitation of Lock O2’s lock bridge, structural steel access platforms chamber, approach walls, breast walls, gate Water Resources and within the superstructure, and site grading recesses, apron and valve wells. and drainage for a 17 MW hydroelectric Hydroelectric Power powerhouse structure on the Hudson River. Route 59 Widening and Work included checking portions of a senior Related Facilities engineers design calculations for the Reconstruction – Rockland reinforced concrete substructure. County, New York Hinckley Reservoir Water Upper Mechanicville Client: New York State Department Treatment Plant, Hinckley, Hydroelectric Redevelopment of Transportation New York Project, Hudson River, Final structural design associated with Client: Upper Mohawk Valley preparation of plans and specifications for Mechanicville, New York the widening and reconstruction of Route 59 Regional W ater Board in the Town of Clarkson and the Village of Performed quality assurance review of Client: New York State Electric and Spring Valley. Specific elements of the another engineers structural design Gas Corporation project responsible for the structural design calculations and contract documents. The include: staged construction of two (2) Performed quality assurance review of work included a reinforced concrete another engineers structural design parallel – 10’wide x 6’ high concrete box substructure and structural steel culverts and culvert extensions including an calculations and contract documents for the superstructure for the Administration stabilization and crest modifications of an inlet structure, an outlet structure and Building and Process Complex, reinforced associated wing walls at North Branch existing dam located on the Hudson River. concrete Contact Basins, and miscellaneous The design included addition of rock Pascack Brook; approximately 375 feet of reinforced concrete site structures such as retaining wall structural design and anchors to increase the structures factors of the Impact/Distribution Structure, safety against sliding and overturning. construction details for reconstruction of Connection Vault, Finished Water Vault Forman Drive / Route 59 intersection. and Transmission Main Connection Valve Vault. Trenton Falls Hydroelectric Route 17 – Five Mile Point to Development, Trenton, New Occanum – Windsor, Broome Orange County Water Supply York Project, Goshen, New York County, New York Client: Niagara Mohawk Power Client: New York State Department Client: Orange County W ater Corporation of Transportation Authority Trenton Falls Hydroelectric Development: Final structural design associated with Structural design of a 3200-sq.ft. structural Project included the redevelopment of an preparation of plans and specifications for steel framed superstructure with a monorail existing hydroelectric power facility. the replacement of a pre-cast concrete crane system for the Shawangunk Kill Pump Involvement included structural design of culvert and associated headwalls and wing Station. seven reinforced concrete anchor blocks for walls for the reconstruction of Route 17. a new 2100 feet long, 14 feet diameter steel Fish Viewing Facility at penstock, 6 feet high replacement wooden flashboards and supporting steel members Route 67 – Replacement of Hadley Falls Hydroelectric for the dams main and auxiliary spillway Bridge over Kayaderosseras and design of a new reinforced concrete Station, Holyoke, intake structure. Also, performed stability Creek, Village of Fort Massachusetts analysis calculations for an existing 60 feet high gravity dam with recommendations of Johnson, Montgomery Client: Northeast Utilities remedial repairs to increase the structures County, New York Structural design of additions and stability factors of safety. modifications to the existing powerhouse Client: New York State Department and diversion flume to accommodate a Saranac River Hydroelectric of Transportation public viewing facility used to view fish Redevelopment, Upper New Final structural design associated with migration upstream of the existing dam preparation of plans and specifications for through an existing fish flume. York State the staged construction of a 25’ wide x 10’ high pre-cast concrete box culvert bridge, Upper Mechanicville Client: New York State Electric and associated abutments and wing walls for the Hydroelectric Redevelopment Gas Corporation reconstruction of Route 67. Saranac River Hydroelectric at Mill C: Project, Hudson River, Structural design of a new reinforced concrete intake structure, a new reinforced Mechanicville, New York concrete powerhouse substructure Client: New York State Electric and containing a 3.4 MW single horizontal turbine, and checked the structural Gas Corporation calculations of another engineers for the Structural design of eight reinforced design of the 500 feet long, 11.5 feet concrete site retaining walls, a reinforced diameter replacement penstock with its concrete electrical equipment room floor support piers, saddles and anchor blocks. slab, a 10 feet span structural steel site

Douglas R. Cahill, PE Principal / Structural Engineer Page 14

Pembroke Hydroelectric Kings Flow Dam Spillway Susitna Hydroelectric Project, Project, Pembroke, New Replacement, Indian Lake, Anchorage, Alaska Hampshire New York Client: Alaska Power Authority Client: Pembroke Hydroelectric Client: L. & A. Bet Assisted with cost estimating for a feasibility study and FERC license Corporation Structural design of a new overflow dam application for the development of two Structural engineer for the redevelopment of spillway section and associated site major dam sites and power installations an existing hydroelectric power generating reinforced concrete retaining walls. totaling 1650 MW. Performed quantity facility. Performed the structural design of a takeoffs for a 650 feet high concrete arch new reinforced concrete combined Phoenix Hydroelectric dam and the associated spillways, diversion substructure/superstructure containing a tunnels, underground powerhouses and single 2.6 MW horizontal turbine and a new Project, Phoenix, New York cofferdams. concrete intake structure to connect a 9' Client: Long Lake Energy diameter 500 feet long penstock. Corporation Talcville Hydroelectric Power Performed stability calculations for an existing 2-bay radial gate structure, a new 4- Project, Talcville, New York bay radial gate structure, an existing overflow dam spillway section, and a new Client: TAK Hydro non-overflow dam section for FERC and Structural design of a new reinforced DEC supporting design reports. Also concrete canal channel, powerhouse and performed stability calculations and steel trashracks for a 900 KW ESAC structural design of a reinforced concrete submerged turbine. integral intake-powerhouse structure. Kayuta Lake Hydroelectric Forestport Hydroelectric Project, Kayuta Lake, New Project, Forestport, New York York Client: Trafalgar Power Inc. Client: TAK Hydro Performed stability and structural design calculations for a new auxiliary spillway Structural design of a new reinforced structure consisting of four 9-ft. diameter, concrete powerhouse for a 500 KW ESAC gated conduits and a powerhouse intake submerged turbine. structure for FERC and DEC supporting East Hollie Lake design reports. Improvements, Lefiore Beaver Falls Hydroelectric County, Mississippi Project, Beaver Falls, New Client: U.S. Army Corps of York Engineers, Vicksburg District Client: Boise Cascade, Inc. Prepared contract documents and technical Structural design of a new 26'x34'x15' high specifications for structural aspects of two reinforced concrete intake structure, a new 5-feet square concrete box type drainage 10'x16'x70' long reinforced concrete culverts, an inlet structure, an outlet penstock and trashracks for an existing low structure, and stilling basin using the head hydroelectric power generating facility. requirements established in a Corp provided Design Memorandum. North Hartland Hydroelectric Felsenthal Lock and Dam Project, Hartland, Vermont Modifications, Vicksburg Client: Vermont Electric District Cooperative, Inc. Structural design of site retaining walls for a Client: U.S. Army Corps of project that included a concrete powerhouse Engineers, Vicksburg District structure containing two 2 MW turbines connected to a new 12-foot-diameter Prepared structural sections of a design penstock, 470 feet downstream of an memorandum supplement for modifications existing dam. to an existing navigation pass weir to accommodate installation of a new hinged- crest gate and support piers.